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Town of Agawam
Board of Appeals
36 Main Street, Agawam, Massachusetts 01001.1801
Tel. 413.726-9739 Fax 413.786.9927
Petition of. H.P. Hood, LLC
Premises Affected: 233 Main Street
Date: August 10, 2016
Case 9: 1954
The Agawam Zoning Board of Appeals conducted a public hearing and meeting on August 8,
2016 at the Agawam Public Library Children's Room, 750 Cooper Street, Agawam, MA for all
parties interested in the appeal of H. P. Hood, LLC, which is seeking a Special Permit in
accordance with Section 180-56 of the Town of Agawam's; Zoning Ordinances to allow for the
construction of three milk storage silos at the premises identified as 233 Main Street.
After the public hearing and ;a thorough review of the facts presented, the Agawam Board of
Appeals made the following findings
1. The subject property is located in an area of town zoned Industrial A.
2. The petitioner proposes to replace the existing storage tanks (two 10,000 gallon tanks, two
4,000 gallon tanks and one 5,000 gallon tank) with three new vertical storage silos.
3. The three proposed storage tanks will consist of 10,000 gallons each. Two of the proposed
tanks will be at a height of 49'8' and the third tank will be at 461.5".
4. Section 180-56 of the Town of Agawam's Zoning Ordinances states: "Industrial buildings
shall not exceed two stories or 40 feet in height, except with approval of the Board of Appeals
after a public hearing. These provisions shall not apply to required equipment appurtenant to
industrial buildings, except that ;smokestacks, water tanks, grain elevators and the like are not
permissible except after approval of the Board of Appeals after a public hearing."
5. On July 7, 2016, the Planning Board voted to approve a site plan review for the subject
property.
6. The proposed silos are an allowed use in an Industrial A zoning district. The subject property
is an appropriate location for such a use and structure.
7. It is the Board's opinion that this proposed use will not have an adverse effect on the health,
safety or property value of the neighborhood.
8. The site plan satisfies the concern that there will be no nuisance or potential hazard to vehicle
or pedestrian safety.
9. Adequate and appropriate facilities and -controls will be provided by the issuance of this
special permit for the proper and safe operation of the proposed silos.
10. The proposed silos are not considered so objectionable or obnoxious that the proposed use
I
DECISION (p.2)
H. P. Hood, LLC
Case # 1954
would be against the public interest or detrimental or injurious to the character of the
neighborhood.
Based on its findings, the Board is of the opinion that it is within the authority of the Board of
Appeals to grant a Special Permit as stated under Section 180-56 of the Town of Agawam's
Zoning Ordinances.
Now, therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby
grants the petitioner a Special Permit to allow for the construction of three new storage silos with
the following conditions;
1. The storage tanks are to be built according to the plan submitted entitled "H.P. Hood, LLC
Agawam MA Site Plan," revision date June 20, 2016, and signed by Bob Hale.
2. This special permit is for the proposed silos only. All other zoning and building regulations
must be met.
3. The petitioner shall record with the Hampden County Registry of Deeds a'"Notice of Special
Permit form, whichshall be provided by this Board and proof of said filing, must be submitted
to this Board and to the Inspector of Buildings.
4. This Special Permit shall became null and void if construction does not commence within two
(2) years from the date of this decision.
This decision is subject to appeal in accordance with M.G,L. Ch. 40A, Section 17 within 20 days
after this decision is filed with the Agawam Town Clerk-.
Attachment: Signatory Page of Decision
0
Town of Agawam
,f Board of Appeals
36 Main Street Agawam, Massachusetts 01001.1801
TED M� Tel. 413.726.9739 Fax 413-786.9927
�4
Signatory Page of Decision
Case #:.1954
Date: August 8, 2016
Applicant: H.P. Hood, LLC
Address: 233 Main Street
By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the
petitioner a Special Permit.
This approval is subject to the conditions set forth in the attached written decision.
Doreen Prouty
Gary Geiger {A --- --
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
TO: Mayor Richard A. Cohen, Attorney Toney, Town Solicitor; Alan Sirois, Fire Chief;
Jake Dushane, Fire Inspector; Police Chief Gillis; Sgt. Steven Grasso, Safety Officer;
Chris Golba, DPW Superintendent; John Decker, Deputy Superintendent; Erik
Wight, Building Inspector; Michelle Chase,. Town Engineer; Randy White, Health
Director; ADA Committee
FROM: Marc Strange, Director
Office of Planning & Community Development
DATE: April 5, 2016
RE: Team Meeting
AGENDA
Tuesday, April 12, 2016
100 PM
Agawam DPW Meeting Room
1000 Suffietd Street
Agawam, MA 01001
1. Site Plan — H.P. Hood — 233 Main Street
XAw4 Pl4w,%6
.71
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PIQfI�i�
Town of Agawam
1--�
Board of Appeals
36 Main Street, Agawam, Massachusetts 01001-:1.801
Tel. 413.726-9739 Fax 413.7S&9927"_t
DECISION OF BOARD OF APPEALS
n
Petition of. H.P. Hood, LLC
Premises affected: 233 Main Street
Date: April 25, 2016 ,a
Case -## 1949
The Agawam Zoning Board of Appeals conducted a public hearing and meeting on April 25 2016
at the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA for all parties
interested in the appeal of H. P. Hood, LLC, which is seeking a Special Permit in accordance with
Section 180-56 of the Town of Agawam's.Zoning Ordinances to allow for the construction of three
mills storage silos at the premises identified as 233 Main Street.
After the public hearing and a thorough review of the facts presented, the Agawam Board of
Appeals made the following findings:
1. The subject property is located in an area of town zoned Industrial _A.
2. The petitioner proposes to replace the existing horizontal storage tanks with three new
vertical milk storage silos.
3. Two of the: proposed silos will be 10,000 gallon tanks at an overall height of 49'4". The
remaining silo will be 15,000 gallon silo at an overall height of 53' S".
4. Section 180-56 of the Town of Agawam's Zoning Ordinances states: `'Industrial buildings shall
not exceed two stories or 40 feet in height, except with approval of the Board of Appeals after a
public hearing. These provisions shall not applyto required equipment appurtenant to industrial
buildings, except that smokestacks, water tanks, grain elevators and the like are not permissible
except after approval of the Hoard of Appeals after a public hearing."
5. On April 21, 2016 the Planning Board voted to ;approve a site plan review for the subject
property.
6. The proposed silos are an allowed use in an Industrial A zoning district. The subject property is
an appropriate location for such a use and structure.
7. No evidence was submitted demonstrating that this proposed use would have an adverse effect
on the health, safety or property value of the neighborhood.
8. The site plan satisfies the concern that there will be no nuisance or potential hazard to vehicle or
pedestrian safety.
DECISION (p.2)
H, P. Hood, LLC'
Case 9 1949'
9. Adequate and appropriate facilities and controls will be provided by the issuance of this special
permit for the proper ;and safe operation of the proposed silo,
10. The ;proposed silos are not considered so objectionable or obnoxious that the proposed use
would he against the public interest or detrimental or injurious to the character of the
neighborhood.
Based on its findings, the Board is of the opinion that it is within the authority of the Board of
Appeals to grant a Special Permit as stated under Section 180-56 of the Town of Agawam's
Zoning -Ordinances.
Now, therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby
grants the petitioner a Special Permit to allow for the construction of three new storage silos with
the following conditions:
1. The plan submitted, drawn for H. P. Hood, LLC, and signed by the members of this Board, shall
be incorporated into and made part of this decision.
2. This special permit is for the proposed silos only, All other zoning and building regulations must
be met.
3. The petitioner shall record with the Hampden County Registry of Deeds a "Notice, of Special
Permit" form, which shall be provided by this Board and proof of said fling must be submitted to
this Board and to the Inspector of Buildings.
4, This Special Permit shall become null and void if construction does not commence within two
(2) years from the date of this decision.
This decision issubjectto appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days
after this decision is filed with the Agawam Town Clerk.
Attachment: Signatory Page of Decision
r
Town of Agawam
Board of Appeals
36 Main Street Agawam, Massachusetts'01001.1801
Tel. 413 786.0400 ext. 8245 Fax 413.786.9927
Sianatory Page of Decision
Case #: 1949
Date: April25 2016
Applicant. H.P. Hood, LLC.
Address: 233 Main Street
By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the
petitioner a Special Permit.
This approval issubjectto the conditions set forth in the attached written decision.
Doreen Prouty Gary Suffriti
Gary Geiger. (Alternate)
Richard Maggl
Aldo Mancini (Alternate)
Town of Agawanj
36 Main Street Agawam, Massachusetts 01001-1801
Tel 413-786-0400 Fax 413-786-9927
April 22, '2016
Bob Hale
H.P. Hood, Inc.
233 Main Street
Agawam, MA 01001
Dear Mr. Hale:
At its duly called meeting held on April 21, 2016, the Agawam Planning Board voted to approve
the Site Plan for three new verticalmilk storage silos on the 'southeast side of the roof of the
existing H.P. Hood building at 233 Main Street. The Board's approval is conditional upon all
professional staff comments.
If you have any questions, please contact this office at 786-0400, extension 8737..
Sincerely
Mark R. Paleologopoulos, Chairman
AGAWAM PLANNING BOARD
71
MRP:prk
Cc: Insp. Services, ZBA, Eng, Dept., Town Clerk, File
Agawam Police Department
Safety Officer
Date: April 13, 2016
To Marc Strange Director for Office of Planning and Community Development
From: Sergeant Steven Grasso
Re: Site Plan-H.P. Hood-233 Main Street
Based on the plans submitted, it would appear the new structure would have little impact to
pedestrian, bicycle or motor vehicle traffic safety.
Respectfully,
Sgt. Steve Grasso
Safety Officer
AGA FIRE DEPAOTMENT
800 MAIN STREET, AGAWAM, MA 01001
TELEPHONE (413) 786-0657 FAX (413) 786-1241
ALAN,SIROIS, CHIEF OF.DEPARTMENT afdChlef�agawam.rna,us
BERNARD J. CAM, DEPUTY CHIEF afddeputy@agawam ma.us
JACoB N. G. DUSHAI`E, FIRE INSPECTOR afdinsp@agawam.ma.us
FRANK MATUSZCZAK, TRAINING OFFICER afdtraining@agawam.ma.us
March 29, 2016
Plan Review For:
H.P. Hood
233 Main Street.
Agawam, Ma 01001
Dated December 15, 2015
Prepared by Loomis and Loomis Inc.
Planning Board Members;
I have reviewed the plan submitted before you for the H.P. Hood milk silo alteration. At this time
there are no current concerns for the project.
Therefor:
This project, based on the plans provided has fire department approval.
If there are any questions please contact this office.
Fire prevention is everyone's responsibility.
Jacob N.G. Dushane
Fire Inspector
afdinspkagawam:ma.us
(413) 786-0657 EXT 8883
Town of Agawam
Interoffice
To: Engineering Dept., Police Dept., Fire Dept., ADA Committee
CC:
From: Planning Board
Date: 3122116
Subject: Site Plan H.P. Hood - 233 Main Street
Please review and comment on the attached Site Plan for H.P. Hood prior to the
Boards' April 215t meeting.
Thank you.
"This item will also appear on the April 12, 2016 Team Meeting Agenda.**
FROM THE DESK Of...
YOUR NAME
TITLE>
TOWN of AGAWAM
36 MAIN ST
AGAWAM, MA 01001
Email address Here
413-786-0400 X Extension
Fax: 413-786-9927
AGAWAM PLANNING BOARD
Form D. RECEIVED
MAR 21 .2016
.Application for Site Phan Approval
AGAWAM
Please complete the following form and return it and 10 copies of the Site Plan to
Agawam Building Department
1000 Suffield Street
l
Pd Co Agawam, MA 01001
I. Name ofBusiness HP � -
Address:. --
Telephone 13 � 2L - '/n-Z9,i-I Fax
NN A bro, PK�
2. Name of Applicant/Ow ner �oe �AftLE M U C
Address 23S O fQ _ - -
Telephone_ _ H 13 -- 9 ?:L2 7_2$�A Fax - r)
3 Name of Engineer/,
L6cK')1S M\— Gcots
Address 30 l` Fl Pl,C
Telephone ax-Aw--2sS-szLn
4, Please give a brief description of the proposed project:
€ EE 'LM-c= m or, `h i hot -1 boNTflL kri I Cie- S)-I� -oz v, rS
w il�4 'TH W (��w i e' n Ctt-!_ In I L*- S309-prct. S1 Lo S oN
%Jum - ► S►tssz or 4g-F , )'ua,::. `T-ANyr Ag2E- 10 ovo Gnrt
Qj-1P PrC i T `/ ��^ A LL HC-)CAT W Q c7F q q ' 'r) ".
l ti `rRM�- 1 S s i G rf, CAP -C 1Ty W rM .P►t`i LN-.z- -PrLL
Revised 2lI/07
bPP�V�GS 1N Wfl \N S09P)k"M"L:
LI
r]
Town of Agawam
Board of Appeals
36 Main Street
Agawam, MA 01001
MEMO
DATE:
March 21, 2016
TO:
Planning Board
FROM:
Board of Appeals
RE:
H.P. Hood, INC
233 Main Street
REASON: H.P. Hood, INC, Seeking a special permit in accordance with Section 180-56 of the
Town of Agawam's Zoning Ordinances which would allow for the construction of three milk
storage silos at the premises identified as 233 Main Street.
Attached please find 10 copies of the site plan for the above referenced' property. These plans are
for your review and comments, and any recommendations you may have so we can consider
these recommendations and comments in our final decision. If you do not respond to ;this
Board within thirty-five (35) days of the above referenced date, we will assume that you
have no objections.
11
Ll
Date: 03/22/16
TOWN OF AGAWAM
36 MAIN STREET
AGAWAM,, MA 01001
BOARD OFAPPEALS
MEMO
To: Building Inspector,,Planning Board, Conservation Commission, Assessor,
DPW Superintendent, Fire Chief, Police Chief, Health Dept., Engineering Dept.
From: Board of Appeals
Subject Case # 1949
Please be advised that the Agawam Board of Appeals is in receipt of a new application:
H.P. Hood, INC. is seeking a Special Permit in accordance with Section 180-56 of the Town of
Agawam':s Zoning, Ordinances to allow for the construction: of three milk storage silosatthe premises
identified as 233 Main Street.
A hearing date is scheduled for Monday, April 25, 2016 starting at 6:30 PM and will be held at the
Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA.
Plans are in the Board of Appeals office for your review. Please submit any knowledge, comments or
recommendations you may have concerning this application. If no information is received prior to
the opening of the public hearing, it will be deemed to be lack of opposition thereto.
Sincerely,
Doreen Prouty
Chairperson
DPab
cc: 5 Board Members
Town Council
Town Solicitor
Mayor
as
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N O O` HEIRS 233
�SEVA� � RI V
TOWN SEWER pnON OF CjGyRCES ALONG sur R —
VE. 16' WIDV- BY HOLDI E LINE L GOODNU RJR a ¢ A r H
\.°� D � � PE OEEO LINE NO ELIDE �rl �� Z r,a�� EXISTING CATCH BASIN
WAS ORE B AND r <
AT SM►� AT SMN A AS' BUILT. FEET S7 !N 242g NCE OF SQ �' - Q - —EXISTING CATCH BASIN
84 04 OQNC. +N1TH1N S' PtAN . ROAD DE _d o v} �" ,��jA '" Mw EXISTING MONITOR WELL
Ile,c FD ONB ,T ._FAiIEtST. .. 3 77''S3"F 207 £D ,R +- sr''� O >: ,
ti} (` r 8 rnG 8Y n 3 � c r ring n N + ANIY r^1 r
TOP OF w rir ii 1 t� L
DA MA ~J -- EXISTING SEWER GATE
r7 TED //%� _:- NIGH uNfi - : _ _ / c�
aAINK Cps, � N
t? £� y ALONG RIVER Sod -Z f�: — EXISTING TELEPHONE MANHOLE
{i 'm Fof as if - a ? 0 3 0
-�: EXISTING HYDRANT
6�, R �Y 2F l i c� a w z a trs C3
49 O S ca r r EXISTING WATER GATE
to G oTo 0- of "_ C�, tf( TOP OF HIGH BANK S7�s3'11`"E wArr ¢ z � o - IXISTING ELECTRIC TRANSFORMER
O� R E4 } f7.AT RIVER EDGE. CIW JANv w
O S C' p !v GF :: x .. ,,,a 599.77' �MArk 77E 29, f996 g: Z - EXISTING UTILITY POLE
o�: �y y Iva , : y �, r�
_ - � !o �-�---- EXISTING LIGHT ON POLE
EXISTING STREET SIGN
Z ��
GCJ� Alt
G4. C OONQ E� �H� t�< r F S D� aRe41�
TdP OF HIGH BANK
_- — -
z4'F�vrti°' j "- 4 y yQ cu w S ` �'CNO
N339'g3
PARCEL 3 �aG °. 000�,G� !,.� �o,'s,00� I ��q,yE Qa �� _ _:«_. z MAIN n9s
PARCEL 8
TOWN AF AGAWAM ZONING REQUIREMENTS
APPLICANT
H.P. HOOD, INC.
233 MAIN STREET
AGAWAM, MA 01001
PROJECT
REPLACEMENT OF THREE
DESCRIPTION
HORIZONTAL MILK STORAGE TANKS
WITH THREE NEW SS VERTICAL
STORAGE SILOS
TANK
TWO 10,000 GAL SILOS AND ONE
DESCRIPTION
15,000 GAL SILO LOCATED ON
VOLUME
SOUTHEAST S€GE OF ROOF
DIAMETER
9'6" AND 10'6" RESPECTIVELY
HEIGH)
49 / ON ROOF SII'uC URAL STEEL
53'8" ON ROOF STRUCTURAL STEEL
MATERIAL OF
STAINLESS STEEL WELDED
CONSTRUCTION
(INSULATED)
ZONINGDISTRICT
INDUSTRIAL A
REQUIRED
PROPOSED
SET BACKS
AT LEAST FORTY (40) FEET
GREATER THAN FORTY
WIDE IN THEIR LEAST
(40) FEET WIDE IN ALL
DIMENSION
DIMENSIONS
LOT COVERAGE
NO MORE THAN FIFTY
NEW SILOS ARE
PERCENT (50%) OF TOTAL
REPLACING EXISTING
AREA
TANKS ON ROOF OF MAIN
BUILDING.
HEIGHT
APPROVAL REQUIRED BY
HEIGHT OF 10,000
BOARD OF APPEALS FOR
GALLON SILOS IS 49'7"
EQUIPMENT TALLER THAN
FROM GROUND LEVEL.
FORTY (40) FEET
HEIGHT OF 15,000
APPURTENANT TO INDUSTRIAL
GALLON SILO IS 53'8"
BUILDINGS
FROM GROUND LEVEL.
LOT SIZE
FRONTAGE MORE THAN ONE
TOTAL LOT AREA 16.738t
HUNDRED (100) FEET ON
ACRES. FRONTAGE
STREET OR AN AREA LESS
APPROXIMATELY 818 FEET
THAN FORTY THOUSAND
(40,000) SQUARE FEET
CIO
SM $ - WIDE TOWN
ED BOOK �OS 'SEMENT-
L'i
�� -• � , ' it O°- G i ;, GJ vF � '��`�� `'SWALEr�� 1 fTRST pARCEID PhG. ]z F ELECTRfC -!t � � I
p f y ( EASEMENT
lb
\�1C^� 7 00 30' WIDE \ ;
191 1 i n 5�p0 py �� O
IN BQDK 2469/352 DJ� 7700 E0 1
6 �,`L ,, `'c,�/� � o VFW l 0`� ��,� o � G����' / o s�co�►D PAR6q 12 ' ��- °_'
IY
0.L N0.F. 5 !�, 0 .� Li o I l
PARCEL 5 'cF� �,�; 1rs t�; •.. ,, - �, � pp�c� �►��� � � � ti 5 > S• ` - °• a s�� 90
�� .; ACCESS
.o
F \ sD. ° T
mac,-G Ix. rLN e L O� R O°�'� �� 0 r53 88:8'�co
E a`� O O� ---� � I ,`1V7g•. BSSD. O,n\ ,�\ cV C:�
o°, oo / 1�63.02.C.St3 \ "� . i,
LLJ
0-27 ' o l o op ' if Q
9LO D L SC ti �`�� 59 Z9 �G vv� v iLL
r
`Op9 L �l\ 1 / p / gip• Gr p�fn' �\\
_ .c. � �\Qtc, � „\ _ - ® F I � .ham° �,°` •,�S�NJ �D� � ,95� ~ i9,o� /" i
0,
,
°ate 1
oo
2
�����0.. O�w� "P°oe� :: .. a. r; , °�o",��,�. ,. S��• : �. �_- - .�' �> � 4 y es,OA��: ��
0D O.0.0
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0� Q �_U V� O
C �?
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\
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PARCEL 3 p OJ5E
°R�y' cA r I �F II l �W 2 f1T pISY I L`�
O�a CO'o,
I
Zs
;
Q
��.��� , G� L.C.C. 1369E NOTE: lir
'�
l p 0 V 1,; �O;pf s PARCEL 10 THE PARCELS OF LOCUS IDENTIFIED HEREON ARE REFERENCED TO l
AREi4 = 9.2381 ACRES f THE PARCELS IN DEED BOOK 9344 PAGE 498 - H.P. HOOD; INC: TO
DEED BOOK 9344 PG. 498 �0 H.P. HOOD & SONS, INC. DATED THE 15TH OF DECEMBER 1995 ��.
FIFTH PARCEL \ S 0• AS RECORDED 1N "THE HAMPDEN COUNTY REGISTRY OF DEEDS. O
'� ,.• � , Gz,P � - L.C. 'CERT� 27210 > �8 ^
9 y Oi C� r
O TC C.B. FND PARCEL IV IN THE ABOVE REFERENCED DEED, iN A MORE PARTICULAR
g p ti <O 67'OFF
� , ✓ .: ly <4� q DESCRIPTION FOUND IN BOOK 2424 PAGE 207, IS BOUNDED ON THE
ORNER e C NORTH BY THE MEADOW ROAD AS THERE IS NO EVIDENCE ON THE
a`1207 AND GROUND OF A ROAD AND THERE IS EVIDENCE IN DEED 2424 ;
{o ON A PLAN RECORDED IN BOOK OF PLANS21 PAGE 49 THAT
THE OLD
¢ta ,r3 MEADOW ROADWAY 1S `WASHED OUT, THE LINES OF OWNERSHIP MAY 8E � 1
0-4 FOUR/ 40,000 GAL SILOS / _ CONSTRUED TO BE TO THE RIVER. }
F4S, 5' (� APPOOX 59' TALL ON PAD
O ti` ' 5B v I r THE AREA OF THE UN REGISTERED PARCELS, FIRST THROUGH
\ ° t FOURTH IN THE ABOVE REFERENCED DEED AND AS
SHOWN HEREON,
IS ABOUT 7.5t ACRES OF LAND TO THE :EDGE OF THE RIVER AS
LOCATED: WHEN LOCATED ON JANUARY 29, 1996 THE RIVER WAS
G 1� IN A FLOOD STAGE.
G� I THE FIELD WORK UPON WHICH THIS PLAN IS BASED WAS PERFORMED DURING
SEE VARIANC DATED \ " L WINTER TIME CONDiTiONS SNOW COVER OBSCURED THE ABILITY TO VIEW 4 y JUNE 12, 19 AND. IMPROVEMENTS AND PROPERTY CORNERS, EVERY ATTEMPT WAS MADE
pCTOBER 26, 1993 RG TO OVERCOME THIS OBSTACLE. THIS SURVEY IS MADE SUBJECT TO THE
O ! I o\. s. k�4 EFFECTS OF THIS CONDITION. FIELD WORK WAS PERFORMED 1/11/96-2/1/96.
�
ti
r
cal I,
THE AREA OF LAND OWNED: BY H.P.HOOD & SONS, INC SHOWN HEREON
IS 9.238t ACRES REGISTERED AND 7.5f ACRES T d` : aga' too0' Sao{ UNREGISTERED
x �o i /� PrOP°°n8 ! o5 °� t ' , �. • FOR A TOTAL AREA OF # .738t ACRES OF LAND.
xl�g`��a6r' .
` ' 'd h� o ee
REFERENCES:
PLANS AND DEEDS USED 1N THE PREPARATION OF THIS PLAN. IS NOT A COMPLETE LISTING OF ALL PLANS AND DEEDS" AVAILABLE FOR THIS PROPERTY
L.C. PAN 1369 E FILED WITH CERT.# 7049 2EF p QI4 20g Rk;8&
lFFDl
L.U.FLAN z5r1i_L_C.C. 1359 8c
L.C. PEI TIONERS PLAN FOR CASE 25817A DEED 1N BOOK 6049 PAGE 19
PARCELS 11 & 7 �QP PLAN OF LAND IN. AGAWAM - BUXTON INC.- DATED DEC. 1953 CERTIFICATE OF TITLE 22273 BOOK 116 PG. 133
is s l :' 6GG 1 BY DURKEE, WHITE & TOWNE #70--3239-C' CORRECTED 4/13/56 DEED IN BOOK 2424 PAGE 207
EASEMENT PLAN OF WESTFIELD RIVER TRUNK ,SEWER - TOWN OF AGAWAM DEED IN BOOK 2310 PAGE 322
R- BY TIGHE & BOND ENG $S. DATED DEC. 22, 1939 DEED IN BOOK: 2481 PAGE 332
SITE PLAN OF LAND IN AGAWAM, MASS. DATED OCTOBER 6, 1977 DEED' IN BOOK 2639 PAGE '123
BY SCHOFIELD BROTHERS, INC. (SOUTHWORTH PROPERTY) DEED IN BOOK 2461 PAGE 331
p PLAN OF ELECTRIC EASEMENTS 13.8 KV TAP TO BUXTON - DEED IN BOOK 2639 PAGE 122
G BY WESTERN MASS. ELECTRIC COMPANY DRG. CC-7622 DEED IN BOOK 8108 PAGES 27 & 41
5lS
OW; LINE #0-51.539B DEED IN BOOK 4021 PAGE 240
'✓
LG PROP J:. PLAN OF LAND &EASEMENTS FOR WESTFIELD RIVER PUMP STATION DEED 1N BOOK 1991 PAGE 375
DLE c�0 TOWN OF AGAWAM - BY TIGHE & 80Ni7 CONS. ENGINEERS CERTIFICATE OF TITLE 22847 IN BOOK 120 PG 107
DATED JUNE 8, '1990 CERT'IF•ICATE OF TITLE 21827 IN BOOK: 113 PG.. 137
-9 0°oQ SITE AND GRADING PLANS OF WESTFIELD RIVER PUMPING STATION CERTIFICATE OF TITLE: 15116 IN BOOK 76 PAGE 76
TOWN OF AGAWAM - BY TIGHE & BOND, INC. CONS. ENGINEERS
RATED MARCH 1990 - TWO SHEETS.
FEBRUARY 1:4,. 1996
C l THE LAND LIES IN ZONING DISTRICT WDUSTRIAL-A
d �
LAND IS SHOWN ;ON ASSESSOR MAP K-14 AS PARCEL 8 (MORE ;OR LESS)
5
�-
�� s a°
1-
�� 70, F
NOTES:
1. GENERAL
A. VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE
PROCEEDING WITH THE CONSTRUCTION OF ANY` ELEMENTS
THAT DEPEND UPON SUCH DIMENSIONS. NOTIFY THE
ENGINEER OF ANY VARIATIONS IN CONDITIONS THAT AFFECT
THE WORK.
B. PLANS, MEASUREMENTS, DIMENSIONS, CALCULATIONS, AND
STATEMENTS AS TO THE CONDITIONS ,UNDER WHICH THE WORK
IS TO BE PERFORMED ARE BELIEVED TO BE CORRECT, BUT THE "
CONTRACTOR MUST 'EXAMINE SAME FOR HIMSELF, AS NO 1 _5 7/8
ALLOWANCE WILL BE MADE FOR ANY OBVIOUS ERRORS OR
INACCURACIES THAT MAY BE FOUND THEREIN.
C. RESTORE: DISTURBED AREAS TO THE SAME CONDITIONS AS
EXISTED PRIOR TO THE WORK.
D. COORDINATE ALL WORK SHOWN ON THESE DRAWINGS WITH '
ELECTRICAL AND MECHANICAL WORK.
E. r X INDICATES SECTION OR DETAIL. NUMBER.
X INDICATES SHEET WHERE SECTION OR DETAIL IS CUT OR SHOWN.
NEW TANK
2. CONCRETE P�.
A. CONCRETE AND REINFORCING STEEL SHALL BE PLACED TO DIMENSIONS
SHOWN.
B. CONCRETE WORK SHALL CONFORM TO ACI 301. "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS". SUBMIT DESIGN MIX WITH
TEST DATA FOR REVIEW AT LEAST TWO WEEKS PRIOR TO ANY POUR. r-)
C. CONCRETE SHALL 'HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF o
4000 PSI. ALL CONCRETE SHALL HAVE ACCEPTABLE WATER -REDUCING., z
ADMIXTURES CONFORMING TO ASTM C 494 FOR NORMAL OR RETARDED
SET AND ASTM C 260. IT SHALL CONFORM TO ASTM 'C 94 AND THE
SLUMP SHALL NOT EXCEED 4 INCHES. DO NOT USE AIR --ENTRAINMENT
ON INTERIOR CONCRETE.
D. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60.
BARS SHALL NOT BE RE -BENT. SUBMIT SHOP DRAWINGS OF REINFORCING
BARS FOR REVIEW AT LEAST TWO WEEKS PRIOR TO PLACEMENT.
E. NO WATER SHALL BE ADDED TO THE 'CONCRETE MIX AT THE SITE EXCEPT
UPON AUTHORIZATION OF THE ENGINEER AND WHEN WATER IS SO ADDED, B
THE DELIVERY SLIP SHALL NOTE THE AMOUNT AND BE INITIALEDBY THE
JOB SUPERINTENDENT. THE SUPPLIER OF READY -MIXED CONCRETE SHALL
INFORM HIS DRIVERS OF THIS PROCEDURE AND ANY VIOLATION SHALL BE
SUFFICIENT REASON FOR THE ENGINEER TO ORDER THE CONTRACTOR TO
PLACE FURTHER CONCRETE DELIVERIES WITH ANOTHER PLANT.
F. RETEMPERING OF CONCRETE WILL NOT BE PERMITTED.
HSS10x10x5/8
G. GROUT SHALL BE A GENERAL CONSTRUCTION GROUT: MASTER COLUMN
BUILDERS TECHNOLOGIES CONSTRUCTION GROUT; SET GROUT;
OR EQUIVALENT ACCEPTABLE TO THE ENGINEER AND OWNER.
r2 Iy
�D
4'-0 3/4 10'-9"
5'-3 1 /4„ 5'--3 1 /4
4'-10"
W27
n
NEW PT3
15,000 GAL TANK
EELDMEIER DWC
#15E0467
3. METALS VERIFY IN FIELD, HSS NEAR
U
A. STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A 992 STAIR TOWER TO PASS
AND STRUCTURAL PLATES,: ANGLES, ETC. SHALL CONFORM MG
TO ASTM A 36. THROUGH 11 " VOID IN SLA 5,-3 1 /4„
B. HSS SHAPES SHALL CONFORM TO ASTM A 500 GRADE C. C
MC f 4'-10"�-�
C. STEEL SHALL CONFORM TO AISC "SPECIFICATIONS". BE SHOP PAINTED: — ---�-
AND ERECTED TO CONFORM TO REVIEWED SHOP DRAWINGS. SUBMIT
SHOP DRAWINGS FOR REVIEW AT LEAST TWO
WEEKS PRIOR TO
SCHEDULED FABRICATION.:
A
D.
BOLTS SHALL CONFORM `TO ASTM A 325—PT
(PRETENSIONED).
T
CD
F.
ALL WELDING SHALL CONFORM TO AWS D1.1.
USE E70 ELECTRODES.
ALL WELDING SHALL. BE DONE BY CERTIFIED
WELDERS.
NEW TANK
r
G.
SHOP PRIME STEEL.
PT3
'- W8X 10
4. FINISHES
TYPICAL
+n
A
NEW STEEL BEAMS AND HSS COLUMNS, AND
BASE PLATES SHALL BE
G
PAINTED WITH 2 COATS OF ALKYD ENAMEL IN
ACCORDANCE WITH
S - 3
7
STEEL STRUCTURES PAINTING COUNCIL
MC
2'-4 3/4"
MC-
HSS10x10x5/8
STUB COLUMN
NEW PT2
10000 GAL TANK
EELDMIlER DWC
#15E0465
W27
TANK PLATFORM PLAN
SCALE: ,/a'=r—a'
Ly
+1
1 /4"
--4'-10"---j
=' -
W27X102
f1
19" 19"I__
" 19"
NO PLATE THESE
Mg AREAS' (FOR
�CCESS) n
rn x
ofCD
r__
19" 19"
9 , 19"
Ile
4'-9 1 /4"
-3 1/4"—
,4'- 1 D,,
NEW PT1
10000 GAL TAN}
FELDMOEP DWC
#15EO465
MC ( C
5'-3 1/4"
10"
n r� n-
o CD
19" 19"
1911 1 g,1
tiff
0
W27X84
41 9' 8 7/8" 10'- 3/8"
4'-0 3/4" 10' -9"
Z
C1,
FRAMING PLAN
T/S @ELEVATION 135'-9" VIF
(APPROX 3'-3" ABOVE ROOF SLAB)
SCALE: 1 /4"=1'-0"
O
T�7
STAIR #3 IDNI
q NEW TAN S
PTt & PT2
8'-2"t V.I.F.
r`
6
5/8" PLATE
�I
N
HSS10x10x5/8 I
COLUMN
STAIR #3 I IDNI
MC
� NEW TANKS
PT & PT21
21'-4"t
,(I ` W8X70
\ TYPICAL i
HSS10x10x5/8
STUB COLUMN
NEW HSSlOX10 COLUMN IN
EXISTING BLOCK WALL.
FIRERATING REQUIRED?
'n, o„
FIRST FLOOR PLAN
SOLE: I/4'=1'-0'
I. IVA
Rl W
3.
u ruRAL
ND.309$3 ►
9
(
ONAL 4
tr�rvrvt�'�!
_ 10"
LZ STAIR #3'
z
{{
NEW �iSS 1 OX 10 y1
COLUMN I
FiRLRATiNG I
OJIRFD? I
REFERENCE DRAWINGS OF EXISTING BUILIDING' PROVIDEDAR 120
DWGS S1 TO S4 BY LINENTHAL & BECKER
DATED 6/8/59 ��
PLANNING BARD
DESIGN CRITERIA:
1. DESIGN LOADS; MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION
WIND: 10OMPH EXPOSURE C
EARTHQUAKE: Ss=023; S1=0.065; R=3
E = 1.0 SEISMIC USE GROUP
SEISMIC DESIGN CATEGORY B
EQUIVALENT LATERAL FORCE
METHOD
2 SOIL BEARING CAPACITY: 2 TONS/FCC PER ORIGINAL DESIGN
DRAWINGS.
W27X129
3/8- PLATE
4"x1"-11 1/2"
1 n112
1 1/2-
0 0 0 0 0 0
3* 3/4-0 A325 PL TO
BOLTS, TYPICAL
1/ 4 PLATE I r- (Aj 6)
1" PLATE 16" X
3/4-0 HILTI ,HAS B7 ANCHOR -
RODS IN HILT] HAS-HY 200
ADHESIVE. MINIMUM EMBEDMENT
OF 11 1/2
SECTU
5i
o-
W27X 102
1 1/2- TYP
3- -.a*— 3"
1 1/2" as 1 1/2'
rD-
NEW COLUMN CAP PLATE
NEW HSS10X10 COLUMN
LL
3/4 $0 0 A325
BOLTS, TYPICAL
PLATE 3/8"X7"X1'-8 1/2"
BOTH SIDES OF COLUMN
HSS10x10x5/8 \- W27X102
-V
1"± GROUT ON ROOF
SECTION
SCALE: 1 11 = 1'-011
W27X1
CA
1/4
1/4
W27X102
HSS10x1Ox5/8 -,
5/8" PLATE
V-7 1/2'
3"
1 1/2'
CV
2 f
I i It f
C%1 004
00 --IMF 2*
A563 GRADE DH HSS10x10x5/8
HEAVY HEX NUT
WASHER -
-8'-10" W-I tJA,.)L PLATE I I
NEW HSS10X10 COLUMN THROUGH 11 "0 VOID
IN EXISTING SLAB. PROVIDE BOND BREAK
APOHkir) THE COLUMN AND GROUT T
I 1^A ^ . - - /- - --
SECTION
CA
SCALE: 1"=1'-0'I
1/2- CAP
21/2'
-04-1 IV - 3/8" PLATE
Z4"x 1 11 1/2"
VIZ-111`4'
0
0
0
0
0
0
`- W27X1 29
3/4-0 A325
BOLTS
SECTION
SCALE: 1 " = 1'-0"
ANCHOR ROD - 3/4"0 X V-8" LONG
ASTM-F1554 GR 36 ANCHOR ROD, 10
THREADS PER INCH, 8- LONG AT TOP
AND 2Y" LONG AT BOTTOM.
GROUT
HE VOID
SOLID ALL AROUND THE
COLUMN FOR 6" MIN.
a
15
R
0-
L -1
TACK
WELD TO
DEFORM
NEW HSS10X10 COLUMN
;-H
STAIR #3
REMOVE SLAB AS REQUIRED TO
I INSTALL NEW FOOTING, HAUNCH
HIGH RT OF SLAB NEW SLAB DOWN AROUND
@ ELEV,. 117'-O"± COLUMN BASE PLATE.
to
NEW 1J- GROUT UNDER NEW BOTTOM OF NEW FOOTING @ S B @ ELEV.
COLUMN BASE PLATE ELEV. 1121-6$1
6J—O"
C — NEW FOOTING 6'-0" X 6'-0" X 18" C
— -
WITH 14—#6'S X 5-6- LONG, BOTTOM OF EXIST FOOTING @
BOTTOM, HALF EACH WAY ELEV. 110'—l"±
SECTION A
SCALE: 1/4" = 1 -0"
THREADS TO PREVENT A�)IM—ADUJ UH HtAVT 11LX NUT
BACKOFF OF NUT
COLUMN ANCHOR RODS
(AT NEW CONCRETE - 4 ANCHOR RODS REQUIRED)
SCALE: 1 " = 1'-0"
04
ni urr 4 f- v 4 P" 10--
I 1/-t
AT EXISTING CONCRETE GB26
3/4"0 HILTI HAS B7 ANCHOR
RODS IN HILTI HAS-HY 200
ADHESIVE, MINIMUM EMBEDM
OF 11 1/2 . 4 REQUIRED.
COLUMN BASEPLATE
(2 REQUIRED)
SCALE: 1 V-0"
I
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W27X1 29
1 /7" rAP
:102
1/2" PLATE 20" X 16"
-3/-8
3/8
J/ —1 W MJLU
BOLTS
SEC i ION .......................
�B
SCALE: 1"=1 -0
1'-6* V.1.17
1 1/4" PLATE 20" X 16"---/
hISSIOX10 - -4--
COLUMN CAP PLATE
(11 REQUIRED)
NEW HSS10X10 COLUMN THROUGH 11"0 VOID IN
EXISTING SLAB. PROVIDE BOND BREAK AROUND
THE COLUMN AND GROUT THE VOID SOLID ALL
AROUND THE COLUMN FOR 6" MIN,
11"0 HORIZ. VOID IN EXISfING SLAB
NEW BARRIER IN VOID AS
A "CONCRETE FORM"
46
11 "0 HORIZON AL VOID
4
4 IN EXISTING SW lf:�
4 N;11
NEW GROUT OR CONCRETE
11"0 HORIZ. VOID IN EXISTING SLAB
SECTION
SCALE- 1 1 -0
NEW 5/8"0 HILT[ HIT-Z AN
RODS IN HILTI HAS-HY 20C
ADHESIVE. MINIMUM EMBEC
OF 4", 6 REQUIRED.
3,8
3/8
1 /9" PLATE 90" V
I W
SCALE: 1 V-0" B 12/23/2015 ISSUED FOR BUILDING PERMIT APPLICATION
- 1A OF p,(,q A 12/17/2015 ADDED SECTION D
Rl W. REVISION DATE DESCRIPTION
UR SECTIONS AND DETAILS
140,30963 NEW ROOF TOP TANK SUPPORTS FOR NEW TANKS PT1, 2, & 3
GISTE HP HOOD LLC
• ONAL IV 233 MAIN ST., AGAWAM, MA
OWNERSHIP OF DOCUMENTS Date: 12/15/2015
This document, and the ideas and designs LOOMIS and LOOMIS Inc. 777 NM
incorporated herein. as an instrument of Proj. No. 4419
professional service is the property of
WOWS and 1.001fiS Inc. and is not to CONSULTING PROFESSIONAL ENGINEERS Dwg. No.
be used, in whole or in part, for any other 30 MAPLE AVE., WINDSOR, CONNECTICUT
project without the written authorization
of 110010S and L001US Inc. ZIP: 06095 TEL (860) 688-6426 S-2
@ 2015 LOOMIS and LOOMIS Inc.
rr N
--J
M V-10 1/2-
N
3/4"0 A325 BOLTS TYP 5/8" PLATE
PLATE 3/8"X4"X1'-11 1/2"
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1 1/2"
W27X129
1/2" TO FACE OF BEAM
1/4 j •
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SECTION 5,6
SCALE:' 1" = 1'-0' S-1 5/is
1 1/2*
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V-10 1/2"
N
1 — 10
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7 1/4'
1 W10 EAR SIDE
PLATE 3/8"X4"X1'-2 1/211
e
W27X84
• 1/4
•
1/4
1/2 TO FACE OF BEAM
V 1"f GROUT 01 ROOF
5/8" PLATE 1" PLATE 16 X 16"
3/4"0 HILT[ HAS B7 ANCHOR
RODS IN HILTIHAS-HY 200 3/8
ADHESIVE, MINIMUM EMBEDMENT
OF 11 1/2".
1 1 /2" ' TV
SECTION
3"
1 1/2
a
a
O
• •
1" PLATE TOP AND BOTTOM
WITH 1/2" SPACER PLATE
AT BOTTOM
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L3 1 /2X3 .1/2X5/16 X 5 1/2- LONG • • `'
BOTH SIDES WITH TWO 3/4"0 A325 BOLTS
TO W10 - TYPICAL @ W10 FILLER BEAMS W27X102 • • W27X102
•
2"
•
i
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SCALE: 1 " — 1'—O" S --
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• 1 1/2' 3/8
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PLAN VIEW AT DIAGONAL W10'S
SCALE: 1" = 1'-0"
5/16
5/16 1 ";t GROUT ON ROOF SECTION F
1" PLATE 16 X 16" SCALE: 1 ?' �- 11-001 s
3/4"0 HILTI HAS B7 ANCHOR'
RODS IN HILT! HAS-HY 200 3/8
ADHESIVE, MINIMUM EMBEDMENT `
OF 11 1/2 •
1 1/2' IYP
SECTION
x
N
N
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BOTH SIDES OF W27X129 (2 TOTAL THIS
CONNECTION) WITH 3/4"0 A325 BOLTS
S ECTI 0 1 H
.SCALE: 1,' V _ 0"
1 1/2" W1 OX22
• ® W1OX22
W1OX22
L3 1/2X3 1/2X5/16 X 5 1/2" LONG
BOTH SIDES OF W10'S (4 TOTAL THIS
CONNECTION) WITH 3/4"0 A325 BOLTS
S ECTI 0 N
SCALE: 1 1=_0„ S J-1
✓",�'`�� B 12/23/2015 ISSUED FOR BUILDING PERMIT APPLICATION
t4! OF ldgSs�� �
A 12/17/2015 REVISED SECTION F, ADDED SECTIONS H AND J
R1 W.
36 REVISION DATE
CTURAL DESCRIPTION
No.309S3 � •
A'' C��``.- SECTIONS AND DETAILS
`
'ti,SSjONA- eiNEW ROOF TOP TANK SUPPORTS FOR NEW TANKS PT1' 2, & 3
''rVTTq,q ' HP HOOD` LLC
233 MAIN ST., AGAWAM, MA
OWNERSHIP OF DOCUMENTS Date: 12/15/2015
LOOM I S C� a �. d LOOMIS .I n � . Scale:: NOTED
This document, and the ideas and designs
incorporated herein. as an instrument of Pro%. No. 4419
professional service is the property of CONSULTING PROFESSIONAL ENGINEERS LOUiiiS and LOOMS Inc. and i4 not to Dwg. ,No.
be used, in whole or is part. for any other 30 MAPLE AVE., WINDSOR, CONNECTICUT
project without the written authorization
of LOOMS and LOOMS Inc. ZIP: 06095 TEL: (860) 688-6426' S._,_3
QQ 2016 LOOMIS and LOOMIS Inc.